02 September RP-C Environmental Conditions and Environmental Loads n RP-C is an updated and enhanced version of DNV. Find the most up-to-date version of DNVGL-RP-C at Engineering DNV RP C Environmental Conditions and Environmental Loads_ – DNV推荐做法,适用各种浮式结构环境载荷的计算.

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Whenever it dhv important to estimate the energy in the low frequency range of the dnf spectrum over water, the Fr? It is important to identify and remove data, which belong to minute series for which the stationarity assumption for U10 is not fulfilled.

The basic principles applied in this RP are in agreement with the most recognized rules and reflect industry practice and latest research. Various sampling schemes are being used.

For some applications, using the distribution of the total significant wave height and period combined with a procedure for splitting of wave energy between wind sea and swell, e. For meteorological and oceanographical data 20 years of recordings should be available.

Therefore, for a wave which is approaching the depth contours at an angle other than normal, the water depth will vary along the wave crest, so will the phase speed. Air temperature change can be a more reliable indicator of presence of a squall, as the wind may not always change direction. More details on solitary wave theory is given by Sarpkaya and Isaacson Cnoidal wave theory should xnv used when?

The coherence decrement c is not constant, but depends on the separation r and on the type of separation, i. In the first approach, wind sea and swell are modelled as independent variables, which is generally a reasonable assumption with regard to the physics of combined seas.

The phases are random with respect to each other. For operations of a limited duration, seasonal variations must be taken into account.

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This is particularly important when simulating irregular fluid velocities. As for conversion of wind speeds between different heights also conversion between different averaging periods is encumbered with uncertainty, e. Application of a fixed gust factor, which is independent of the frequency location of a spectral gap, can lead to erroneous results.

Alternatively, annual extremes or seasonal extremes are analysed. If any person suffers loss or damage which is proved to have been caused by any negligent act or omission of Det Norske Veritas, then Det Norske Veritas shall pay compensation to such person for his proved direct loss or damage.

DNV service documents consist of among others the following types of documents: A similar definition applies to the wave trough. The number of frequencies to simulate a typical short term sea state should be at least The spectrum is a sum of two Gamma distributions, each with 3 parameters for each wave system, viz.

Wave conditions which are to be considered for structural design purposes, may be described either by deterministic design wave methods or by stochastic methods applying wave spectra. Proceedings of an international conference Diverless and Deepwater Techology: If the data record is shorter the climatic uncertainty should be included in the analysis. The free surface elevation for linear standing waves against a surface piercing vertical wall is given by: The choice of the distribution model may depend on the application, i.

Certain layers of the flow will accelerate near such features, and the wind profiles will become altered. The limiting values were obtained from measured data from the Norwegian Continental Shelf, but are expected to be of more general validity.

Both spectra describe wind sea conditions that often occur for the most severe seastates.

### DNV RP C Environmental Conditions and Environmental Loads__图文_百度文库

More details on modelling of shallow water waves and their loads can be found in the Coastal Rrp Manual Yet, for frequencies less than approximately 0. The coherence decrement typically increases with increasing separation, thus indicating a faster cnv of the coherence with respect to frequency at larger separations. Reference is made to IEC For along-wind turbulence and vertical separations in the range 10 to 20 m, coherence decrements in the range 18 to 28 are recommended.

In rolling terrain, Ax tends to be somewhat larger. Yet, for frequencies less than approximately 0. Unless data indicate otherwise, a 3-parameter Weibull distribution can be assumed for the marginal distribution of significant wave height Hs, Nordenstr?

### DNVGL-RP-C Environmental conditions and environmental loads – DNV GL

These parameters are used to define three non-dimensional parameters that determine ranges of validity of different wave theories, — Wave steepness parameter: The loads are limited to those due to wind, wave and current. A non-linear random wave model allows for sum- and difference frequency wave component caused by non-linear interaction between the individual wave components.

HSE gives an indication of the accuracy which can be expected when conversions of wind speeds between different averaging periods is carried out by means of gust factors. The Torsethaugen spectrum is given in Appendix A. Empirical statistical data used as a basis for design must cover a sufficiently long period of time.

Bitner-Gregersen and Haver,utilize the complete probabilistic information obtained from simultaneous observations of the environmental variables.

The maximum crest to wave height ratio for a Stokes wave is 0. Even within the course of 24 hours, the wind profile will change between day and night, dawn and dusk. A similar expression applies for maximum crest height. The integral length scale Lu is in the range m with a mean value of m. For along-wind turbulence and vertical separations in the range m, coherence decrements in the range are recommended.

Dhv choice of the distribution model may depend on the application, i. Application of the Davenport coherence spectrum to along-wind turbulence and lateral separations usually entails larger coherence decrements than those associated with vertical separations. The wave height H is the vertical distance from trough to crest. Note that several swell components may be present at a given location.